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ABSTRACT<br />
231<br />
63 rd EASTERN SNOW CONFERENCE<br />
Newark, Delaware USA 2006<br />
Shaped Solution Domains for <strong>Snow</strong> Properties<br />
RAE A. MELLOH, 1 SALLY A. SHOOP, 2 AND BARRY A. COUTERMARSH 2<br />
The objective of this work w<strong>as</strong> to develop a method for distributing snow properties on a<br />
l<strong>an</strong>dscape that is less dependent on extensive m<strong>as</strong>s <strong>an</strong>d energy bal<strong>an</strong>ce modeling, yet provides a<br />
realistic distribution of snow depth <strong>an</strong>d density across <strong>the</strong> environmental gradients of elevation,<br />
slope, azimuth, <strong>an</strong>d forest type. In this paper, we present import<strong>an</strong>t progress toward development<br />
of such <strong>an</strong> approach. A shaped solution domain w<strong>as</strong> identified for snow depth, water equivalent,<br />
<strong>an</strong>d density. The pinched-cone shape describes <strong>the</strong> differentiation of <strong>the</strong> snow properties with<br />
slope <strong>an</strong>d azimuth <strong>an</strong>d is approximated by <strong>an</strong> <strong>an</strong>alytical equation with only two coefficients.<br />
Knowledge of <strong>the</strong> solution domain shape permits a few model runs or me<strong>as</strong>urements to be<br />
exploited to define a continuous solution for all slope–azimuth combinations. The shaped<br />
solutions morph over time <strong>an</strong>d environmental gradients.<br />
Keywords: Shaped solution domain, <strong>Snow</strong> cone, <strong>Snow</strong> distribution, <strong>Snow</strong> properties<br />
INTRODUCTION<br />
This research effort arose from a requirement for distributed snow depth <strong>an</strong>d density for use in<br />
high-resolution ground vehicle mobility <strong>as</strong>sessment models used by <strong>the</strong> U.S. Army (Shoop et al.<br />
2004, Richmond et al. 2005). The requirement w<strong>as</strong> for a realistic distribution of snow depth <strong>an</strong>d<br />
density across <strong>the</strong> environmental gradients of elevation, slope, azimuth, <strong>an</strong>d forest type. An<br />
approach that is widely applicable <strong>an</strong>d that decre<strong>as</strong>es <strong>the</strong> dependence on extensive snow property<br />
modeling is needed because <strong>the</strong> computational <strong>an</strong>d data storage <strong>as</strong>pects of <strong>the</strong> mobility model<br />
c<strong>an</strong>not be overburdened by snow process computations <strong>an</strong>d snow solution storage. Yet, <strong>the</strong><br />
distribution of snow properties across a l<strong>an</strong>dscape is a complex problem that requires distribution<br />
of m<strong>as</strong>s <strong>an</strong>d energy bal<strong>an</strong>ce in a high-resolution (30-m) l<strong>an</strong>dscape.<br />
One way to visualize this problem is to determine <strong>the</strong> likely snow depth at a remote point, given<br />
a snow depth at a point on a l<strong>an</strong>dscape (Fig. 1). The known point might be where we are st<strong>an</strong>ding,<br />
at a low elevation <strong>an</strong>d on a south-facing slope. The point in question may be across <strong>the</strong> next ridge<br />
on a north-facing slope <strong>an</strong>d at higher elevation. We know <strong>the</strong>re is likely to be more snow at <strong>the</strong><br />
remote point, but we do not know how much more. A method for making this extrapolation to <strong>an</strong><br />
unknown point (or every point in <strong>the</strong> l<strong>an</strong>dscape) without resorting to extensive calculations would<br />
be quite useful.<br />
1 Correspondence to Rae A. Melloh, U.S. Army Engineer Research <strong>an</strong>d Development Center,<br />
Cold Regions Research <strong>an</strong>d Engineering Laboratory, 72 Lyme Road, H<strong>an</strong>over, NH USA 03755-<br />
1290, e-mail rmelloh@crrel.usace.army.mil.<br />
2 U.S. Army Engineer Research <strong>an</strong>d Development Center, Cold Regions Research <strong>an</strong>d<br />
Engineering Laboratory, 72 Lyme Road, H<strong>an</strong>over, NH USA 03755-1290.